SEAINT Mail Archive 2005 (Apr-Jun)

Civil and Structural Engineering discussions by thread

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Messages: 2253
  • RE: British Standards and Codes, ahmed ar
  • Re: Nashville, TN area foundation help, Gary Hodgson & Associates
  • RE: More PE Advice, Please - AASHTO, Mueller, Oliver
  • RE: WWF in slabs on metal deck, David Maynard
  • RE: Bar Placement in Slab with Laser Screed, Rich Lewis
  • catwalk railing, Bruce Holcomb
  • Re: Masonry Book, Kurt Cornell
  • O/E insurance..., David Fisher
  • Mat Foundation, Abe Knapp
  • Software, RAM-Autocad / Etabs-Revit, Randy Diviney
  • RE: 1982 Southern Building Code (Standard Building Code), Jeffrey Fertich
  • Vapor barrier with void form?, Sherman, William
  • Newsletter of IAstructE, Gujarat State Centre - March-vol-02, Bhavin Shah
  • Prestressed Concrete, Candi Anderson
  • RE: IBC2000 versus IBC2003, dennis . niehoff
  • PEMB Tension Ties--was Nashville, TN area foundation help, Michael L. Hemstad
  • Dennis Wish, HBAP
  • RE: 1982 Southern Building Code, dennis . niehoff
  • RE: Lattice Tower Bolts, dennis . niehoff
  • Unreinforced masonry / stone building - which code?, Yi Yang
  • LONG FLOOR JOIST SPAN, DA
  • controlled demolition, Falcon
  • 1978 ACI Convention Paper, Rich Lewis
  • demolition, Falcon
  • Vapor barrier with form void, Robert Freeman
  • Building Implosion, Stuart, Matthew
  • Earthquake Forces and Design Deformation of a Pile Group, Brian S Bossley
  • Mortar Testing, Kestner, James W.
  • CBDC - S6, Huffman, Sharlie TRAN:EX
  • Patching small holes in conc. slabs, LaCount, Curt
  • Re: Dennis Wish==>>I wish him well, always!!, Syed Faiz
  • Compressive membrane action, Wontae Kim
  • Vapor barrier with void form, Baron, Darryl (DR)
  • DMS Signs on Montube Structures, M. David Finley, P.E.
  • STEEL: Stainless Steel for Structural Applications, Polhemus, Bill
  • Business License, Paul Feather
  • Pressure Vessel Repair, Daryl Richardson
  • Evaluate drafters' reliability, Wontae Kim
  • Retaining Wall Surcharge, Dmitri Wright
  • PEMB's and lateral deflection, Jim Wilson
  • Retaining/Basement Wall Surcharge, Eric Ober
  • Repair Slab Crack in Traffic Aisle, Rich Lewis
  • RE: seaint Digest for 6 Apr 2005, Bob Riley
  • San Diego, David Fisher
  • 10J2 loading criteria - 1970 era, Terry Triest
  • Stan Caldwell, Brian K. Smith
  • Seismic joint, Will Haynes
  • Retaining Wall Surcharge Load, Lutz, James
  • Seismic Joint at foundation, Robert Freeman
  • RE: Bill's disclaimer, Padmanabhan Rajendran
  • Evaluate Bill Polhemus' Reliability (WAS: Evaluate drafters' reliability), Polhemus, Bill
  • How to quantify Drawings' reliability?, Wontae Kim
  • Was RE: Evaluate drafters' reliability Now: producing good quality drawings, Don
  • RE: Was RE: Evaluate drafters' reliability Now: producing good quality drawings, Polhemus, Bill
  • Stainless Steel, Eric Ober
  • Re: Evaluate Bill Polhemus' Reliability (WAS: Evaluate drafters' reliability), Jnapd
  • Drafting quality, Dave Lowen
  • Crane & Runway and UBC Seismic Loading, Gary Hodgson & Associates
  • Re: Tongue and Groove Cedar Siding, Rhkratzse
  • Re: Concrete slab construction, Rhkratzse
  • '04 IBC Supplement, Jake Watson
  • Buried Concrete Structures, Acie Chance
  • Roof to top plate connection?, Paul Skidmore
  • Expansive Soil, GSKWY
  • engineers doing own drafting., refugio rochin
  • Using IBC Supplements, Sherman, William
  • RE: crane runway, akester
  • Shop drawings, Dan W
  • [OT] RE: Evaluate drafters' reliability, Caldwell, Stan
  • New PTI Slab on Ground Manual, GSKWY
  • Hanger connection calculation, LRFD Manual Pg 15-9, Szuchuan Chang
  • Residential Deck Live Load, David Smith
  • Thornthwaite Index, gskwy
  • Wood Preservative, M. David Finley, P.E.
  • Expansive Soils, GSKWY
  • Boring Logs, GSKWY
  • Insurance on Base Isolated Structures, Harold Sprague
  • Residential Engineering Text Recommendations?, Randall Moore
  • Re: Expansive Soils/Divining for Water, Stanley E Scholl
  • engineering - drafting [was Evaluate drafters' reliability], Paul Ransom
  • aluminum HSS connection design, Gale45man
  • SE REVIEW WORKSHOPS IN LA & SF (BASED ON THE 2003 IBC & 2001 CBC), structuralreview
  • Top plate splices, Gary Grinstead
  • Retaining wall replacement, Jim Wilson
  • Brick Support at Chimney, Rich Lewis
  • Bridge Terminology, Rand Holtham, P.E.
  • Roof Truss Tie Downs, Brian Hsi
  • bolt end distance in timber, Joe Grill
  • Moment-curvature rel's for steel sections, BHASKAR BONGARALA
  • Is this a Structural Observation or an Inspection?, Bill Allen, S.E.
  • Lead Based Paint, Candi Anderson
  • Code required Construction observation, Robert Freeman
  • A7 steel, Candi Anderson
  • Diaphragm Design Publication, Bob Immel
  • 1.1 Cyclid Load Factor Used by David Fanella, Szuchuan Chang
  • PTI publication, Will Haynes
  • Thank You for your kind thoughts, Dennis S. Wish, PE
  • structural pins, Candi Anderson
  • Los Angeles Building Code, Jason Atwood
  • Jim Delahay, Caldwell, Stan
  • Adaobe 7 PDF Printing, Rich Lewis
  • European Music Tour Sculpture Framing, Aaron Moore
  • question regarding my msc thesis, hamidreza arabshahi
  • STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, Polhemus, Bill
  • bridge decks FREE of STEEL reinforcement, Wontae Kim
  • TC/pretensioned bolts, Jason Atwood
  • Wheel Loading on Ret. Walls, lrhauer
  • Georgia...Georgia...the whole day thru..., David Fisher
  • Re:RE: Thank You for your kind thoughts - Reply to Rich Lewis, Dennis S. Wish, PE
  • Re: Thank ou for your kind thoughts - to Gary Hodgson, Dennis S. Wish, PE
  • Fw: Download Supreme Court Notice on Unsafe Buildings, Bhavin Shah
  • Load bearing partition on post-tensioned slab, GSKWY
  • Fw: [SEFI] Download Supreme Court Notice on Unsafe Buildings, James Cohen
  • RE: STAINLESS STEEL: Appropriate Material Selection for Industrial Waste Treatment Structures, Harold Sprague
  • Bolt strengths, Timothy Allison
  • Material for "X" Braces in Metal Buildings, Acie Chance
  • Additional Memory, Dennis S. Wish, PE
  • nails in withdrawal to resist wind uplift?, Haan, Scott M POA
  • RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Polhemus, Bill
  • Wood Metal Plate Truss Repair, Raymond Shreenan
  • Re: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, BCainse
  • Composite Beams vs Composite Joists, Will Haynes
  • Reinforcing Steel Strength, GSKWY
  • Out of the Debate Loop, Structuralist
  • msc thesis, refugio rochin
  • Radiant tubing in elevated slab, Fix, Joseph
  • Grain slope in wood beams, Jim Wilson
  • 14 Gage Staples, Lutz, James
  • PENNSYLVANIA BUILDING CODE - Historic Live Load Specification, Polhemus, Bill
  • APA Report 138, Lutz, James
  • Single or Double angle bending member, Joe Grill
  • more taxes, Randy Vogelgesang S.E.
  • RE: Medical Services was - Thank ou for your kind thoughts - to Gary Hodgson, Paul Crocker
  • 70%-30% Bracing Load Distribution, raincat1
  • LNG Concrete Containment, Kestner, James W.
  • Pile Ties, lrhauer
  • Does this have to do with engineering? - reply to Gail Kelley, Structuralist
  • [Off Topic] Dennis, Gail, and Others, Caldwell, Stan
  • Another reference..., John J. Treff
  • pointed stem wall under a PEMB?, Jim Wilson
  • OT: Good vs. Evil, Structuralist
  • Re: seaint Digest for 26 Apr 2005, John Tehaney
  • Pre-fabricated steel building, Jim Hamilton
  • RE: Good vs. Evil, Polhemus, Bill
  • ACI Concrete Submittals, Arvel L. Williams, P.E.
  • IBC vs UBC vertical acceleration, Glen Underwood
  • Stan - Re: AVG, Structuralist
  • CAD Library, akester
  • AutoCad ADT 2006 while we are at it., Structuralist
  • LICENSURE REQUIREMENTS: Do I Need One Or Don't I?, Polhemus, Bill
  • Moisture Content, ken kirkland
  • Flooring Failure in Slab on Ground, Michael L. Hemstad
  • AVG & Thunderbird clarification, Jordan Truesdell, PE
  • DIN 1045 Cube Strength, Paul Blomberg
  • Steel Beam Design Program, Rich Lewis
  • USGS Hazard Map Website, Tripp Howard
  • BUILDING CODES: International Existing Building Code, Polhemus, Bill
  • Puerto Rico P.E. ???, Dave Adams
  • CMU Walls on Sloping Foundation, Michael Bryson
  • 2D / 3D Frame Analysis - Affordable, Randall Moore
  • Panel of experts, Bhavin Shah
  • PT Construction, Will Haynes
  • Fatigue in concrete, Rich Lewis
  • Denver Colorado, Paul Feather
  • Vertical Shear in Concrete and Rebars, Nacionales Alex
  • seismic isolation in wood framed structure, Benjamin Cornelius
  • Dietrich Spazzer Bar, Jim Wilson
  • Re: [WL] seaint Digest for 29 Apr 2005, Paul Ransom
  • Triangular Shear Walls, IRV FRUCHTMAN
  • RE: Software Keys, Polhemus, Bill
  • CODES: Evaluation Reports, Polhemus, Bill
  • Last Notice: SE Review Workshops in LA & SF based on 2003 IBC and 2001 CBC, StructuralReview
  • re sloped CMU walls, akester
  • Project, Mike Zaitz
  • S.O.G. for resisting basement wall lateral force, Bruce Holcomb
  • WIND AND SEISMIC LOAD FOR STABLE AND BARNS, DA
  • Prestressed Concrete Torsion Design (ACI 11.6.3.10), Wontae Kim
  • New Channel Shape, CanitzCF
  • CONCRETE: "-ing" or "-ment"?, Polhemus, Bill
  • Tilt-up panel jamb steel, Jim Wilson
  • OT - Health - TV Turn Off, refugio rochin
  • Braced Timber Frames - try again, Christopher Haffner
  • ordinary braced frame - building frame system or bearing wall system, Haan, Scott M POA
  • Office Student and Teacher edition / Office Standard edition, Dennis S. Wish, PE
  • Special inspection and masonry allowables, Jim Wilson
  • wood connections - load duration and moisture adjustment factors, Gale45man
  • single angle bending members, Joe Grill
  • CSI Guidelines - Drawing Notes?, Polhemus, Bill
  • UBC '97 -> Int'l Codes (WAS: ordinary braced frame...), Polhemus, Bill
  • "Latest UBC Code"?, Polhemus, Bill
  • Plan Irregularity Type 5, Paul Crocker
  • RE: tilt panels, akester
  • Following The Money (WAS: CSI Guidelines - Drawing Notes?), Polhemus, Bill
  • Braced Timber Frames, Dmitri Wright
  • Expansive Soils Part 2, GSKWY
  • Aluminum Allowable, Rand Holtham, P.E.
  • OT: MS Office Student and Teacher edition / Office Standard edition, Dennis S. Wish, PE
  • Accessory structures and frost footings, Jim Wilson
  • Foundation Pinning, GSKWY
  • Fw: A new way to connect structural to concrete., Russell VeRost
  • Fw: Structural Steel Book Auction, Russell VeRost
  • Re: Office for Students and Teachers., Dennis S. Wish, PE
  • Concrete column/beam joint detailing, Rich Lewis
  • CONCRETE: P/S Concrete Beam Analysis & Design Software?, Polhemus, Bill
  • Demo Job in Va, GSKWY
  • Green Building Design, GSKWY
  • Large Rebar Detailing, Rich Lewis
  • Spread Footing for tower, Landon K. Anderson
  • Calling: SE in Huntington Beach, CA, David Maynard
  • intermediate ties for pedestals in pre-engineered metal building, Haan, Scott M POA
  • Re: intermediate ties for pedestals in pre-engineered metal build ing, Jim Getaz
  • Re: Office for Students and Teachers, Dennis S. Wish, PE
  • structural rope vs strand, Candi Anderson
  • Re: intermediate ties for pedestals in pre-engineered metal buildingui, ASQENGG2
  • retrofit of existing basement wall, Joe Grill
  • Re: Lightweight yet stiff fill ?, Rhkratzse
  • 5 Ton Golf Course Bridges, David Smith
  • Design for anchor bolt corrosion in refineries, etc, Tom Barsh @ Codeware
  • Treaded Rod in compression, Avicpeng
  • SHEAR WALL OFFSET, DA
  • Timber Prestressing Qestion, CanitzCF
  • solar water heater holding tank, raincat1
  • Re: 33-ft simple span slab, Rhkratzse
  • UBC Live Load Reduction, Bill Allen, S.E.
  • RE: UBC Live Load Reduction - try 00 IBC 1607.9.2 on him, Haan, Scott M POA
  • Drifting snow on small canopy, Ken Peoples
  • RE: Record retention, Gautam Manandhar
  • Concrete Column Biaxial Bending, Rich Lewis
  • Concrete Torsion Angle of Twist, Rich Lewis
  • FEMA 350 continuity plates and panel zone thickness, Haan, Scott M POA
  • steel beam, Raymond Shreenan
  • GFRC panels, joraljim
  • wood / gyp board shear walls for resisting seismic forces, Bruce Holcomb
  • Wight of Boxed Materials, Rand Holtham, P.E.
  • SEISMIC: Roof Supported Equipment, Polhemus, Bill
  • question regarsing plywood screws, Rajnikanth Gedhada
  • aci 318-02 appendix d, David Adie
  • PEMB / Masonry expansion joints, Jim Wilson
  • RE: UBC Live Load Reduction - Epilogue, Garner, Robert
  • How to calculate capacity of two Log beams, one on top of the other ?, Zhou, Helen
  • RE: How to calculate capacity of two Log beams, one on top of the other ?, Polhemus, Bill
  • RE: How to calculate capacity of two Log beams, one on top of the other ?, Lutz, James
  • RE: How to calculate capacity of two Log beams, one on top of the other ?, Garner, Robert
  • Wood design values for old structure, Bruce Holcomb
  • Seismic Roof Equipment, Steve Thompson
  • Water tank center column support, Jim Wilson
  • RE: How to calculate capacity of two Log beams, one on top of the other ?, Polhemus, Bill
  • OT: Need someone with Autocad 2004 or later, Bill Polhemus
  • RE: Need someone with Autocad 2004 or later, Mike Jones
  • RE: ASCE 7-02 wind load on a sign?, ken kirkland
  • Florida Seal, Ron Hill
  • Notes, dave lowen
  • Structural Photos Accumulation, refugio rochin
  • Torsion in concrete beams, ASLCSE
  • Technical Inquiry, Manuel Zuniega II
  • Knock-out Panel, Rich Lewis
  • You are a PE and don?t know the answer?, joraljim
  • Pipe connections, Mark Pemberton
  • stainless steel cable, S. Gordin
  • Direction of buckling of a single angle!, msarraf
  • Re: SE character on TV next season, Rbengrguy
  • Building Rating Idea, refugio rochin
  • ASTM A615 steel, j.n.sigalas
  • Void Forms under Grade Beams, Gerard Madden, SE
  • IRC Table R802.5.1(9) Rafter ties, Jim Wilson
  • Torsion in Wide Flange Beam, Rich Lewis
  • PS CONCRETE: Torsion in Double-Tees, Polhemus, Bill
  • OT: Law -( was RE: stainless steel cable), Honles, Thomas
  • Re: stainless steel cable [kids' safety, etc.], Rhkratzse
  • Concrete shear wall design software, Alex
  • Wood-frame construction: Life in the real world, Thor Matteson, SE
  • re.: Concrete shear wall design software, Mark McCormick
  • Return and array from VBA to Excel, Jake Watson
  • SLAB ON GRADE: Truck Wheel Load, Polhemus, Bill
  • TACOMA NARROW BRIDGE, Edward
  • L-Pile Analysis, Garner, Robert
  • Engineer needed in Riverside California, Dennis S. Wish, PE
  • Engineer needed in North Shore (Salton Sea) California, Dennis S. Wish, PE
  • Structural Engineering Opportunities, Caldwell, Stan
  • Industrial Seismic Restraints, Dave Adams
  • ENGINEERING OPPORTUNITIES, John Riley
  • Light Framing Engineers Wanted for Recommendations in Southern California, Dennis S. Wish, PE
  • RE: "black box" software was: L-Pile Analysis, Polhemus, Bill
  • FW: Steel-Detail: this just in......, dave lowen
  • Re: Engineer needed in Riverside California (Engineer Liability), ASQENGG2
  • VBA to Excel, Jason Atwood
  • Connections Designing, General Standards? POLL, refugio rochin
  • IBC Special inspection for Slab-on-Grade supporting HVAC unit., Elias Hahn
  • RE: E-Files and Clients...., Polhemus, Bill
  • OT: Pondering on Life, Hinduism, Relativity, DNA and Transitions, refugio rochin
  • STEEL TRUSS DESIGN, CLINT ALBUNIAN
  • Engineer's Liability? (Gravity load only design), ASQENGG2
  • RE: Sealed drawings, Sherman, William
  • RE: Offensive language Re: IBC Special inspection for Slab-on-Grade supporting HVAC unit., Polhemus, Bill
  • DRAFTING: Structural Drafting Standard, Polhemus, Bill
  • Hiking trail design guides?, Jim Wilson
  • Fork Truck on elevated slab, Rich Lewis
  • Test - Please Ignore, Bill Polhemus
  • Autocad LT 2006, Bill Polhemus
  • The Passing of George Ford, Daryl Richardson
  • California P.E. Test Reference Material, Craig Hawe
  • [no subject], Chris Campbell
  • Braced Frame Anchorage, Tim & Dadre
  • Balanced Moment vs PT Moment, Will Haynes
  • CONCRETE: Weird Spec Citation?, Polhemus, Bill
  • What ever happened to that plan stamper?, Jim Wilson
  • CONCRETE: "Crazing", Polhemus, Bill
  • Paypal, Gerard Madden, SE
  • California code, Scott Maxwell
  • Title 25, Scott Maxwell
  • WTCA has made available a free excel download of construction loads and commentary for trusses, sea
  • Allowable Stress for flexural members with yield points greater than 65ksi, YoonHo Nam. PE
  • RE: WTCA has made available a free excel download of construction loads and commentary for trusses, Polhemus, Bill
  • TBPE Draft Policy Advisory Opinion on Comprehensive Building Design, Caldwell, Stan
  • RE: Residential Steel Detail, Bruce Holcomb
  • ASCE 7 Wind, David Topete
  • RE: WTCA has made available a free excel download of construction loads and commentary for trusses, Dave Adams
  • RE: WTCA has made available ... OK, Scratch That!!, Dave Adams
  • Wood Diaphragm flexibility - wind load ?, Freeman Tang
  • WIND DESIGN-Buffeting?, Wontae Kim
  • IBC 2003: Section 1603 - Construction Documents, Polhemus, Bill
  • Concrete slab on grade - natural cracking, Ken Peoples
  • Re: Thick wood walls, Jnapd
  • RE: Externally Bonded FRP Systems for Strengthening Concrete Structures, Sherman, William
  • RE: Externally Bonded FRP Systems for Strengthening Concrete Structures, Polhemus, Bill
  • Offensive language WIND: Building Classification "Enclosed," "Partially Enclosed," "Open", Polhemus, Bill
  • RE: Externally Bonded FRP Systems for Strengthening ConcreteStructures, Paul Crocker
  • RE: Externally Bonded FRP Systems for Strengthening ConcreteStructures, Polhemus, Bill
  • RE: Externally Bonded FRP Systems for StrengtheningConcreteStructures, Paul Crocker
  • OT (HUMOR): New "Ribbon Campaign", Polhemus, Bill
  • Health Insurance for Engineers, RainCat1
  • Precast vs Poured, Will Haynes
  • Re: Poured in Place Slab vs. Raised Floor, Rhkratzse
  • LEED Certified, Rich Lewis
  • SLIGHTLY O.T. (Architectural) - Seal Detail for Metal Building Abutting Existing Structure, Polhemus, Bill
  • AUTOCAD: "Parametric" Sizing of Structural Sections, Polhemus, Bill
  • Re: Was Health Insurance for Engineers - Now incorporation, Gautam Manandhar
  • Steel Connections Seminar in NJ Wednesday, Ken Peoples
  • Screw Pullout Values, Gary Hodgson & Associates
  • Offensive language RE: Was Health Insurance for Engineers - Now incorporation, Polhemus, Bill
  • "dynamic analysis" for earthquake ?, Tom Barsh @ Codeware
  • Wood Structural Properties, CanitzCF
  • Response spectrum analyses, Sherman, William
  • STEEL: Galvanizing of High-Strength Bolting, Polhemus, Bill
  • dynamic analysis - Tacoma Narrows - pushover analysis?, refugio rochin
  • More confusion with concrete, Elias Hahn
  • MSE Walls, Garner, Robert
  • STEEL: Min. Required Thickness for Anchor Rod Plate Washers, Polhemus, Bill
  • Class H, dave lowen
  • *Reinforcement Fabrication using welding machine, Wontae Kim
  • Design of Curved Steel Beams, Clint Strain, P.E.
  • Structural Evaluation of Fire Damage, Paul Feather
  • RE: Design references / aids for Manufactured (Mobile) Homes Foundations / anchors, Polhemus, Bill
  • RE: Engineer's names, Sherman, William
  • [no subject], Candi Anderson
  • manufactured homes foundations, Robert Freeman
  • Engineering firm names, Robert Freeman
  • finger jointed dimensional lumber, Andy Richardson
  • Idea for those on Digest Mode, Markajohn
  • dynamic analysis - pushover analysis? - information resources?, refugio rochin
  • RE: Southern Pine Bending, Tom Skaggs
  • RE:, Polhemus, Bill
  • Hillside Engineering Design Reference Books, ASQENGG2
  • Re: Design references / aids for Manufactured (Mobile) Homes Foundations / anchors, Albert Ford
  • re: finger jointed lumber, Andy Richardson
  • Re: Design references / aids for Manufactured (Mobile) Homes, Eric Tompos
  • Drafter moving to Buffalo NY, Jake Watson
  • AUTOCAD: Multiline Text -> Multiple Columns, Polhemus, Bill
  • OT RE: AUTOCAD: Multiline Text -> Multiple Columns, Mike Jones
  • Lt wt. conc topping for exterior decks, Gerard Madden, SE
  • non-Prestressed concrete design using strands, Wontae Kim
  • Residential stoops bolted to foundation walls, Jim Wilson
  • Wood Floor Truss Joist Problem?, IRV FRUCHTMAN
  • Post tensioned concrete floors, Anantha Narayan C.K.
  • Arch. Desktop / Revit Structure, Yi Yang
  • SLIGHTLY OT: Open-Source Building Systems Engineering Solution, Polhemus, Bill
  • OT-Volunteering on Code Committees, Gary Hodgson & Associates
  • Trusts & Personal Liability, Nuttall, Davin J.
  • Concrete on reinforcing, Jared Keyser
  • Re: Mathcad, Gale45man
  • RE: Hillside foundation question., Thomas Honles
  • AISC shear and moment diag, Will Haynes
  • Hurricane and/or Seismic Issues wrt Metal Deck Design, Gary Hodgson & Associates
  • Seismic load combos and IBC, Jim Wilson
  • Using grating for snow drift, Peter Griem
  • Earthquakes and geotechs, Paul Feather
  • Dead line 6/19/05 SECB warning, David Merrick
  • Maine PEs, David Fisher
  • RE: Hillside foundation question, junk01
  • 1x4 bracing on bottom of deck joists for sway bracing in category D siesmic and 80mph exposure C wind?, SCN User
  • Deck Design for Wyoming, GSKWY
  • RE: IBC Question, Haan, Scott M POA
  • Re: ASCE 7 - Building Shape and Wind Loading, Himat Solanki
  • MBS Base Plate Grouting, Mark D. Anderson PE
  • RE: Footing sliding resistance - Friction, Sherman, William
  • Crane Beam Design using excel spreadsheet downloaded in www.aisc.org, Ángel Gómez (megared)
  • Drilled pier cracks, Rich Lewis
  • 99 Southern Building Code, Alden Manipula
  • "Shear piers", Scott Maxwell
  • SOG foundations, GSKWY
  • Raised concrete floor slab, Mark Pemberton
  • Alquist Priolo Occupancy, Paul Feather
  • RE: Alternate Design Method for Concrete, Sherman, William
  • A992 Beams at Elevated Temperature, Clint Strain, P.E.
  • SPRINKLER LOAD, Jason Atwood
  • Fire Code, Jim Hamilton
  • Naturally Durable Wood--was SOG foundations, Michael L. Hemstad
  • Precomposite Stresses in Reinforced Steel Sections, Matt & Priscilla Muhlenkamp
  • Structurally vs. Cosmetic Damage, GSKWY
  • Shear on rebar, Candi Anderson
  • Re: Naturally Durable Wood, GSKWY
  • Composite Beam Design Question, Brian S Bossley
  • OT: Open Design Alliance, refugio rochin
  • RE: Seismic and snow, Eli Grassley
  • HSS Torsional Constant, Garner, Robert
  • Precast Lintels, M. David Finley, P.E.
  • Post-Tensioning Repair, gskwy
  • FW: Steel-Detail: Flexible wind moments, Dave Lowen


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